pls. answer. i'll rate Use virtual work method and determine the following unknowns on the frame shown below. Use l = 800 x 10° mmand E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. 1. Solve for the Vertical deflection at point C in mm. 2. Solve for the Horizontal displacement of joint B in mm. 3. Solve for the Slope of at D in degrees. DON'T FORGET THAT THE GIVEN VALUES ARE; a = 36.00 kN/m b= 44.80 kN/m c= 3.70 m d= 7.50 kN/m b kN/m a kN/m B 1.51 "d" m "c" m "c" m 21

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please enlighten me on how they get that equation at the moment in the table and the values in moment 1, moment 2 & moment 3. Thank you so much! I'll vote (thumbs up) for your answer.

 
pls. answer. i'll rate
Use virtual work method and determine the following unknowns on the frame shown below.
Use l = 800 x 10° mm* and E = 200 GPa. Show complete and organized solution. Round-off your answers
to two decimal places.
1. Solve for the Vertical deflection at point C in mm.
2. Solve for the Horizontal displacement of joint B in mm.
3. Solve for the Slope of at D in degrees.
DON'T FORGET THAT THE GIVEN VALUES ARE;
a = 36.00 kN/m
b = 44.80 kN/m
c= 3.70 m
d = 7.50 kN/m
b kN/m
a kN/m
1.51
"d" m
21
"c" m
"c" m
Transcribed Image Text:pls. answer. i'll rate Use virtual work method and determine the following unknowns on the frame shown below. Use l = 800 x 10° mm* and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. 1. Solve for the Vertical deflection at point C in mm. 2. Solve for the Horizontal displacement of joint B in mm. 3. Solve for the Slope of at D in degrees. DON'T FORGET THAT THE GIVEN VALUES ARE; a = 36.00 kN/m b = 44.80 kN/m c= 3.70 m d = 7.50 kN/m b kN/m a kN/m 1.51 "d" m 21 "c" m "c" m
Me
mbe Length Moment M
Moment mi
Moment
m2
Moment m3
r
АВ
7. 50m 89. 1х — 1077. 58 —
X x x 4. 09x x kNm –3. 70KNM x
7. 50kNm – 1KNM
СВ
3. 70m
-120. 27x kNm
-x kNm
kNm
3.70
DC
3. 70m
120. 27x – 21. lx² kNm
1
kNm
3.70
Transcribed Image Text:Me mbe Length Moment M Moment mi Moment m2 Moment m3 r АВ 7. 50m 89. 1х — 1077. 58 — X x x 4. 09x x kNm –3. 70KNM x 7. 50kNm – 1KNM СВ 3. 70m -120. 27x kNm -x kNm kNm 3.70 DC 3. 70m 120. 27x – 21. lx² kNm 1 kNm 3.70
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